Lateral–torsional buckling of cold-formed channel sections subject to combined compression and bending
This paper presents an analytical study of the flexural buckling and lateral–torsional buckling of cold-formed steel channel section beams subject to combined compression and bending about their major and minor axes. For channel section beams a bending about the minor axis creates a non-symmetric pr...
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Published in | Journal of constructional steel research Vol. 80; pp. 174 - 180 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.01.2013
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Subjects | |
Online Access | Get full text |
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